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HomeMy WebLinkAboutBoundary SurveyS89'44'33"E SOUTH LINE OF NORTH 1/2 OF THE SE 1/4 OF THE SE 1/4 OF SECTION 6, TOWNSHIIP 34 SOUTH, RANGE 40 EAST N W O O N N N -4 W 00 CJM cn oA z mr p mm m Om Ti om C� mm z rn 00 ABBREVIATIONS: (C) = CALCULATED CBS = CONCRETE BLOCK STRUCTURE CMB = COMMISSIONERS' MINUTES BOOK CNF = COULD NOT FIND CONC = CONCRETE CLF = CHAIN LINK FENCE DE = DRAINAGE EASEMENT DB = DEED BOOK FIND = FOUND FPL = FLORIDA POWER & LIGHT IP = IRON PIPE IRC = IRON ROD WITH PLASTIC CAP LB = LICENSE BUSINESS LS = LICENSE SURVEY (M) = MEASURED MHWL = MEAN HIGH WATER LINE MON = MONUMENT ORB = OFFICIAL RECORD BOOK (P) = PLAT PB = PLAT BOOK PG = PAGE PL = PROPERTY LINE POB = POINT OF BEGINNING POC = POINT OF COMMENCEMENT PRIM = PERMANENT REFERENCE MONUMENT R/W = RIGHT-OF-WAY RC = RAISED CURB RCP = REINFORCED CONCRETE PIPE RPB = ROAD PLAT BOOK (S) = SURVEY SLIP = STOP LIGHT POLE SMH = SANITARY MANHOLE SBTMH = SOUTHERN BELL TELEPHONE MANHOLE STMH = STORM MANHOLE TB = TRAFFIC BOX TLP = TRAFFIC LIGHT POLE TV = TELEVISION UE = UTILITY EASEMENT WP = WOOD POLE :17'(C NOT PLATTED \ / PARCEL 2 868.00' D) PARCEL 1 775.00: D PARCEL 2 N89°443"W 810.50'(C o cn y� 53 ' \ a ; 0 o �-�0 N S89'44'47"E 27.54' FOR TOPOGRAPHIC' INFORMATION SEE SHEETS 2-5 OF 5 NE " P �LDOD ZO F100D ZDNE PARCEL 1 POB PARCEL 1 LESSOUT O L6 N N89044'33"W 389.80' N00°15'27"W SOUTH LINE OF SECTION 6, 25.00' TOWNSHIP 34 SOUTH, RANGE 40 EAST N89'44'33"W 2661.57' TO SOUTH 1/4 CORNER SYMBOLS: E- = GUY WIRE ANCHOR © = CABLE TELEVISION BOX E3 = CATCH BASIN CLEANOUT ®= = ELECTRIC BOX [D = SOUTHERN BELL BOX 0 = MANHOLE 13 = FIRE HYDRANT a = LIGHT POLE = POWER POLE 0 = SPRINKLER HEAD ua = WATER VALVE ® = WELL QW = WATER METER = WOOD POWER POLE -X- = CHAIN LINK FENCE -GR -= GUARD RA I L 0 = SET 5/8" IRON ROD WITH PLASTIC CAP PSM#6330 NOT PLATTED N89044'33"W 298.52 _ PARCEL 1 _ LESSOUT NOT PLATTED 341.42' N89'44'33"W 731.22' (TOTAL) a Cm N SITE BENCHMARK: SET IRC "AJP TRAVERSE" $ ELEVATION=29.26 NAVD 1988 N89'44'33"W 550.00' POB PARCEL 2 N89'44'30"W 200. * TRAILERS SHOWN HEREON ARE SHOWN FOR GRAPHICAL PURPOSES ONLY. THE LOCATIONS ARE APPROXIMATE. DATE. REVISIONS: WA \ \ O \ N \ o �A ti -A � G N o \ao- o \ �� '0 �a�'o A wN VV\ \ -.0-A 0 p0 \ o \ POB_ PARCEL 1 \ N N \�\ y� \ s� c� 7 0 o� 200.00' \ N rn NOT PLATTED �- P IC PARCEL 1 PARCEL 1 LESSOUT PARCEL 2 THE INTERSECTION \ OF THE WEST RIGHT OF WAY OF US 1 HIGHWAY AND THE \ SOUTH LINE OF SECTION 6 \ ALEXANDER J. PIAZZA PSM, INC. Surveying • Mapping Consulting 619 SW Biltmor'e Street Port St. Lucie, Florida 34983 Phone: (772) 340-7770 LB#7280 Fax: (772) 340— 2250 P� �O Q'- t`,OF' GJ� o y LOCATION MAP SITE GNOT TO SCALE 94 o ��o LO LO Z W II -..I R F /Q vl U U INDRIO ROAD !E o C� N LEGAL DESCRIPTION: PARCEL 1 - PARCEL ID NO. 1406-443-0001-000/7 (NURSERY): A PARCEL OF LAND LYING IN SECTION 6, TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA, SAID PARCEL IS DESCRIBED AS FOLLOWS: FROM THE INTERSECTION OF THE WEST RIGHT-OF-WAY LINE OF US 1 HIGHWAY AND THE SOUTH LINE OF SECTION 6, TOWNSHIP 34 SOUTH, RANGE 40 EAST, RUN NORTHWESTERLY ALONG SAID WEST RIGHT -OF WAY LINE, 226.44 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE ALONG SAID WEST RIGHT-OF-WAY, 180.81 FEET; THENCE WEST 868 FEET MORE OE LESS, TO THE WEST LINE OF THE SE 1/4 OF THE SE 1/4 OF SAID SECTION 6; THENCE SOUTH 360.5 FEET TO A POINT 25 NORTH OF SAID SOUTH LINE OF SECTION 6; THENCE EAST PARALLEL TO SAID SECTION LINE TO A POINT 200 FEET WEST OF SAID RIGHT-OF-WAY; THENCE NORTHWESTERLY PARALLEL TO SAID WEST RIGHT-OF-WAY 200 FEET; THENCE EAST TO THE POINT OF BEGINNING. LESS AND EXCEPTING THEREFROM THE FOLLOWING: FROM THE POINT OF INTERSECTION OF THE WESTERLY RIGHT-OF-WAY LINE OF US HIGHWAY NO. 1, WITH THE SOUTH LINE OF SAID SECTION 6; THENCE RUN NORTH 89'44'33" WEST, ALONG THE SAID SOUTH LINE, A DISTANCE OF 550.00 FEET; THECE RUN NORTH 00°15'27" EAST, A DISTANCE OF 25 FEET TO THE POINT OF BEGINNNNG; THENCE CONTINUE NORTH 00'15'27" EAST, A DISTANCE OF 125 FEET; THENCE RUN SOUTH 89'44' 33" EAST, A DISTANCE OF 298.52 FEET, TO A LINE LYING 200.00 FEET WEST OF AND PARALLEL TO SAID RIGHT-OF-WAY (AS MEASURED ALONG THE SAID SOUTH LINE OF SECTION 6); THENCE RUN SOUTH 18'41'00" EAST, ALONG SAID PARALLEL LINE, A DISTANCE OF 132.16 FEET TO A LINE LYING 25.00 FEET NORTH OF AND PARALLEL TO THE SAID SOUTH LINE OF SECTION 6; THENCE RUN WESTERLY PARALLEL TO SAID SOUTH LINE OF SECTION 6 TO THE POINT OF BEGINNING. PARCEL 2 - PARCEL ID NO. 1406-0003-000/8 (MOBILE HOME PARK): A PARCEL OF LAND LYING IN SECTION 6, TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA, SAID PARCEL IS DESCRIBED AS FOLLOWS: FROM THE INTERSECTION OF THE WEST RIGHT-OF-WAY LINE OF US HIGHWAY 1 AND THE SOUTH LINE OF SECTION 6, TOWNSHIP 34 SOUTH, RANGE 40 EAST, RUN NORTHWESTERLY ALONG SAID WEST RIGHT-OF-WAY LINE OF US HIGHWAY #1, A DISTANCE OF 407.25 FEET FOR A POINT OF BEG INNINGL THENCE CONTINUE ALONG SAID RIGHT- OF-WAY LINE IN A NORTHWESTERLY DIRECTION 400 FEET; THENCE TURN AND RUN WEST ON A LINE PARALLEL TO THE SOUTH SECTION LINE OF SECTION 6, TOWNSHIP 34 SOUTH, RANGE 40 EAST, TO THE WEST LINE OF THE SE 1/4 OF THE SE 1/4 OF SECTION 6, TOWNSHIP 34 SOUTH, RANGE 40 EAST, THENCE TURN AND RUN SOUTH ALONG SAID WEST LINE OF SE 1/4 OF THE SE 1/4 OF SECTION 6, TOWNSHIP 34 SOUTH, RANGE 40 EAST, TO A POINT 385.02 FEET NORTH OF THE SOUTH SECTION LINE OF SECTION 6, TOWNSHIP 34 SOUTH, RANGE 40 EAST, THENCE TURN AND RUN EAST A DISTANCE OF 775 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. ALL LYING AND BEING IN THE SE 1/4 OF THE SE 1/4 OF SECTION 6, TOWNSHIP 34 SOUTH, RANGE 40 EAST. LESS AND EXCEPT ANY PORTION THEREOF LYING IN THE RIGHT-OF-WAY FOR US HIGHWAY 1 AS CONVEYED IN DEED BOOK 88, PAGES 560 AND 562, AND DEED BOOK 122, PAGE 106, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. CONTAINING 515,834 SQUARE FEET OR 11.842 ACRES, MORE OR LESS. 6 5 7 8 SOUTHWEST CORNER OF SECTION 6, TOWNSHIP 34 SOUTH, RANGE 40 EAST NOTES: 1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY AS DEFINED IN CHAPTER 5J-17.050(10)(a-k), FLORIDA ADMINISTRATIVE CODE. 2. SURVEY BASED ON ST. LUCIE COUNTY SECTIONAL DATA AS MONUMENTED AND THE RIGHT-OF-WAY MAP PREPARED BY THE STATE OF FLORIDA STATE ROAD DEPARTMENT, STATE SECTION NO. 9401-202, PROJECT NO. FI 136-1, DATED 5-09-46, SHEET 3 OF 8. 3. LEGAL DESCRIPTION WAS FURNISHED BY CLIENT. 4. DEED BOOK 122, PAGE 106 AS SHOWN IN THE LEGAL DESCRIPTION AS A RIGHT-OF-WAY LESSOUT, DOES NOT AFFECT THE SUBJECT PROPERTY. 5. BEARING BASIS:'S18'41'11"E ALONG THE WEST RIGHT-OF-WAY LINE OF US HIGHWAY 1 6. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE LOCATED UNLESS OTHERWISE SHOWN. 7. THIS SITE LIES WITHIN FLOOD ZONE "X"AND "A", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO086 J, EFFECTIVE DATE 2-16-12. 8. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. 9. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF ST. LUCIE COUNTY. NO SEARCH OF THE PUBLIC RECORDS HAS BEEN PERFORMED BY ALEXANDER J. PIAZZA PSM, INC. 10. THE EXPECTED USE OF THE SUBJECT PROPERTY IS FOR ENGINEERING DESIGN AND FALLS WITHIN THE COMMERCIAL/HIGH RISK CATEGORY AS CLASSIFIED IN CHAPTER 5J-17.051(15)(b)(ii), FLORIDA ADMINISTRATIVE CODE. ALL FIELD -MEASURED CONTROL MEASUREMENTS EXCEEDED 1:10,000 FEET ACCURACY REQUIREMENTS FOR THIS CLASSIFICATION. 11. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LISCENSED SURVEYOR AND MAPPER. 12. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 13. ELEVATIONS SHOWN ARE BASED ON N.A.V.D. OF 1988 AND ARE REFERENCED TO BENCHMARKS SET OR FOUND FOR THIS SURVEY ARE NOTED ON THE SKETCH. 14. THIS SURVEY IS PREPARED ONLY FOR THE PARTIES LISTED BELOW AND IS NOT ASSIGNABLE. PREPARED FOR: OCULINA BANK 15. UC COPYRIGHT 2013 BY ALEXANDER J. PIAZZA PSM, INC. THE SKETCH OF SURVEY AND SURVEY REPORT COMPRISE THE COMPLETE SURVEY. THIS SURVEY IS NOT VALID UNLESS THE SKETCH AND REPORT ACCOMPANY EACH OTHER. REPRODUCTIONS OF THIS SURVEY ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER EMPLOYED BY ALEXANDER J. PIAZZA PSM, INC. ALEXANDER J. PIAZZA PSM, INC. DATE OF FIELD SURVEY: DATE OF SURVEY: 2-01-13 2-04-13 ALEXANDER J. P AZZA PROFESSIONAL SURVEYOR AND MAPPER FLORIDA CERTIFICATE No. 6330 CAD K:\BUILDERS\DWG2013\DWG\13-1506.DWG BOUNDARY & TOPOGRAPHIC SURVEY US HIGHWAY NO. 1 REF K:\ SEC 6, TWP 34S, RGE 40E FLD CJM / AJP FB. 42 PG. 22 JOB AS PREPARED FOR OFF CJM / AJP DATE OCULINA BANK CKD AJP SHEET 1 OF 5 DWG 13-1506 2-04-13 D-502 K:\BUILDERS\DWG2013\DWG\13-1SO6.dwg, 3/22/2021 1:18:30 PM